1-2025-10-27 North Lehigh Ave Lighting Project HOP.pdf

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Entech Engineering - Printed: Oct. 27, 2025 H:\0004140.078\04-CAD\SheetFiles\1.dwg

SCALE: AS NOTED PROJECT NO. 4140.078

CHK'D BY: KJLDRAWN BY: ARA APPROVED BY: KJL

DATE: 10/27/25

REG. PROFFESIONAL ENGINEER

DATE: 10/27/25

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1 2 3 4 5 6

NORTH LEHIGH AVENUE / FRACKVILLE BOROUGH

SCHUYLKILL COUNTY, PA

DRAWING INDEX

SHEET NO. DRAWING DESCRIPTION/TITLE LAST REVISED

1 OF 10 COVER SHEET 10/27/25

2 OF 10 TABULATION OF LIGHTING ITEMS & GENERAL PROJECT

NOTES 10/27/25

3 OF 10 ELECTRICAL DETAILS AND GENERAL NOTES 10/27/25

4 OF 10 NORTH LEHIGH AVENUE DEMOLITION PLAN 10/27/25

5 OF 10 NORTH LEHIGH AVENUE LIGHTING PLAN 10/27/25

6 OF 10 CONSTRUCTION DETAILS 10/27/25

7 OF 10 CONSTRUCTION DETAILS 10/27/25

8 OF 10 STREET LIGHT ASSEMBLY 10/27/25

9 OF 10 PENNDOT SIGN TABLE 10/27/25

10 OF 10 PENNDOT TRAFFIC CONTROL NOTES 10/27/25

COVER SHEET

REFERENCE LEGEND

DETAIL

INDICATOR

?-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE

SYMBOL

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXISTING

CONDITIONS/

FEATURES

INDICATES NEW

WORK/FEATURES

S.R. 0924

TRAFFIC DATA

HIGHWAY CLASSIFICATION - URBAN MINOR CURRENT A.D.T. - 10,767 (2025)

ARTERIALS, DESIGN YEAR A.D.T. - 10,767 (2030)

COLLECTORS,

LOCAL ROADS

ROADWAY TYPOLOGY - MINOR ARTERIAL

DESIGN SPEED - 25 MPH K - 989

PAVEMENT WIDTH - NB 26' D - 56

- SB 26' T - 5

SHOULDER WIDTH - N/A (CURB) TRUCK PERCENTAGE - 5%

DESIGN DESIGNATION

S.R. 0924 (NORTH LEHIGH AVENUE)

FROM STA. 0058 TO 0554 LENGTH 0496 FT., 0.09 MI.

FROM SEG 0010 OFFSET 0546

TO SEG 0010 OFFSET 1050

TYPE 10 MAP LEGEND

TYPE 10 LOCATION MAP

ISSUED FOR HIGHWAY OCCUPANCY PLANS:

BOROUGH OF FRACKVILLE

NORTH LEHIGH AVENUE LIGHTING PROJECT

FRACKVILLE BOROUGH, SCHUYLKILL COUNTY, PENNSYLVANIA

EPS APPLICATION NUMBER 373284

0 1,000 2,000 3,000 4,000

1" = 1,000 FEET

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL FOR DESIGN

04/23/2025

1-800-242-1776

PE

NN

SY

LV

AN

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

IG

SERIAL NUMBER ISSUED:

20251133864

GENERAL PROJECT NOTES

1. PROPERTY LINES SHOWN ARE APPROXIMATE BASED ON COUNTY GIS DATA AND

HAVE NOT BEEN SURVEYED OR FIELD VERIFIED. A FIELD SURVEY WAS PERFORMED

BY BRINKASH AND ASSOCIATES.

2. THE LOCATION AND DIMENSIONS OF ALL SITE FEATURES SHOWN ARE

APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR.

3. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO

ANY EARTH MOVING ACTIVITIES, PURSUANT TO ACT 287. UNDERGROUND UTILITY

LOCATIONS MUST BE VERIFIED BY CALLING 1-800-242-1776.

4. THESE DRAWINGS MUST BE WORKED IN CONJUNCTION WITH THE PROJECT MANUAL

/ SPECIFICATIONS.

5. LOCATION OF EXISTING FACILITIES AND PROPOSED FACILITIES SHOWN ARE

APPROXIMATE. ANY UTILITY NOT SHOWN OR NOT LOCATED AS SHOWN, SHALL NOT

BE THE CAUSE OF THE CONTRACTOR TO DENY RESPONSIBILITIES FOR THE

PROTECTION AND/OR REPLACEMENT DURING CONSTRUCTION.

6. CONTRACTOR SHALL USE, MAINTAIN AND PROVIDE ADEQUATE, PROPER SHORING

DEVICES AS REQUIRED ON SITE AT ALL TIMES. CONTRACTOR SHALL CONFORM TO

ALL LOCAL, STATE AND FEDERAL REGULATIONS.

7. CONTRACTOR SHALL USE RUBBER - TRACKED EXCAVATOR OR PROVIDE 1" THICK

(MINIMUM) MATTING TO PROTECT PAVED STATE AND PRIVATE ROAD SURFACES,

DURING TRENCHING, EXCAVATION AND GENERAL CONSTRUCTION OPERATIONS.

8. SANITARY UTILITIES DEPICTED ON PLANS PER THE AS-BUILT SANITARY SEWER

SYSTEM IMPROVEMENTS PLANS FOR FRACKVILLE AREA MUNICIPAL AUTHORITY,

DESIGNED BY ALFRED BENESCH AND COMPANY AND LAST DATED 12/21/94.

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON

FRACKVILLE AREA MUNICIPAL AUTH

PO BOX 471

42 S CENTER ST

FRACKVILLE, PA. 17931

EMAIL: mew@fama874.com MARY ELLEN

WYSOCHANSKY

BOROUGH OF FRACKVILLE 42 S CENTER ST

FRACKVILLE, PA. 17931 EMAIL: mikejpwd@gmail.com MIKE JENKINS

VERIZON BUSINESS FORMERLY MCI 40 S MERCER ST

NEW CASTLE, PA. 16101 EMAIL: victor.s.wood@verizon.com VICTOR WOOD

PENNSYLVANIA AMERICAN WATER

306 WEST FRONT ST

PO BOX 249

BERWICK, PA. 18603

EMAIL: bradley.sauers@amwater.com BRAD SAUERS

PPL ELECTRIC UTILITIES CORPORATION 437 BLUE CHURCH RD

PAXINOS, PA. 17860

EMAIL: dlhaupt@pplweb.com

PHONE: 570-490-5684 DOUG HAUPT

SERVICE ELECTRIC CABLEVISION INC

380 MAPLEWOOD DRIVE

PO BOX R

HAZLE TWP, PA. 18202

EMAIL: robert.trently@secv.com

PHONE: 570-454-3841 EXT. 812 ROBERT TRENTLY

UGI UTILITIES INC 1 UGI DRIVE

DENVER, PA. 17517

EMAIL: dbarnhart@ugi.com

PHONE: 610-736-5314 DANIEL BARNHART

UGI UTILITIES INC 1 UGI DRIVE

DENVER, PA. 17517

EMAIL: arivera1@ugi.com

PHONE: 610-736-5970 ANALIZ RIVERA

FULLY CONTROLLED ACCESS HIGHWAY

MULTI-LANE HIGHWAY

TRAFFIC ROUTE

REMAINING STATE ROAD AND IDENTIFIER

STATE MAINTAINED BRIDGE

TOWNSHIP ROAD

TOWNSHIP ROAD (PRIMITIVE/UNIMPROVED)

OTHER ROAD

INDEX MAP PROJECT AREA

PROJECT AREA

LIMIT OF WORK

STA. 00+58

SR 0924

SEG 0010 OFFSET 1050

BOROUGH OF FRACKVILLE

SCHUYLKILL COUNTY

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 1 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

LIMIT OF WORK

STA. 5+54

SR 0924

SEG 0010 OFFSET 0546

BOROUGH OF FRACKVILLE

SCHUYLKILL COUNTY

TOLL

B

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Entech Engineering - Printed: Oct. 27, 2025 H:\0004140.078\04-CAD\SheetFiles\2.dwg

SCALE: AS NOTED PROJECT NO. 4140.078

CHK'D BY: KJLDRAWN BY: ARA APPROVED BY: KJL

DATE: 10/27/25

REG. PROFFESIONAL ENGINEER

DATE: 10/27/25

A

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1 2 3 4 5 6

NORTH LEHIGH AVENUE / FRACKVILLE BOROUGH

SCHUYLKILL COUNTY, PA

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 2 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

GENERAL SHEET NOTES

TABULATION OF LIGHTING ITEMS & GENERAL PROJECT NOTES

SR

ST

A

TI

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ID

EN

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0+58 RT 1-A-1 1

1+24 LT 1-A-2 1

1+78 RT 1-A-3

1+85 LT 1-A-4 1

2+37 RT 1-A-5 1

2+98 LT 1-A-6 1

3+63 RT 1-A-7 1

3+65 LT 1-A-8 1

4+26 RT 1-A-9 1

4+85 LT 1-A-10 1

4+89 RT 1-A-11 1

5+48 LT PS#1 1

5+49 LT JB-1 1

5+49 RT JB-2 1

5+54 LT 1-A-12 1

TOTAL 1 2 12

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IN

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IN

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IT

LF 09

LF 09

LF 09

LS 09

LS 49

LF 49

LF 90

EA

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ENTIRE

PROJECT 20 1156 80 17 7500

CIRCUIT A 1939 781

CIRCUIT B 2373 647

TOTAL 4312 1428 20 1156 80 17 7500

NOTE: GROUND WIRE INCLUDED WITH CIRCUIT CONDUCTORS.

GENERAL NOTES

1. CONSTRUCTION DETAILS NOT SHOWN ON THE DRAWINGS ARE TO CONFORM TO THE

PA DEPT. OF TRANSPORTATION STANDARD DRAWINGS.

RC-80M DATED 12-18-24 RC-84M DATED 06-01-10

RC81M DATED 06-01-10

2. THE STANDARD SPECIFICATIONS FOR THIS PROJECT ARE PA DEPT. OF

TRANSPORTATION SPECIFICATIONS PUB. 408, DATED OCTOBER 10, 2025, ALL OF ITS

SUPPLEMENTS AND SPECIAL PROVISIONS.

3. PROVIDE INDIVIDUAL FUSING FOR ALL LUMINAIRES.

4. PROVIDE LUMINAIRE DISTRIBUTION AS INDICATED AND STREET SIDE ORIENTATION

PERPENDICULAR TO THE ADJACENT BASELINE AS SHOWN ON THE PLANS, UNLESS

OTHERWISE NOTED.

5. PROVIDE WATERTIGHT, SUBMERSIBLE, NON-FUSIBLE, PREMOLDED,

DISCONNECTABLE CONNECTOR KITS FOR SPLICES IN JUNCTION BOXES UNLESS

INDICATED OTHERWISE.

6. PROVIDE NEMA 3R OR 4 ENCLOSURES MEETING SECTION 1101 REQUIREMENTS.

7. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR WITH ALL CIRCUITS. DO

NOT CONNECT THE NEUTRAL TO GROUND EXCEPT AT THE POWER SUPPLY CABINET.

CONNECT THE EQUIPMENT GROUNDING CONDUCTOR TO GROUND AT EACH POLE.

EQUIPMENT GROUND CONDUCTOR QUANTITIES ARE INCLUDED IN THE TABULATION

OF LIGHTING ITEMS.

8. INSTALL CONDUIT UNDER PAVEMENT AND SIDEWALK IN CONSTRUCTION PHASES

BEFORE PAVING ACTIVITIES.

9. PER ACT 187 MAINTAIN A MINIMUM 12" VERTICAL AND 18" HORIZONTAL CLEARANCE

FROM ALL UNDERGROUND UTILITIES, UNLESS OTHERWISE NOTED.

10. PA ONE CALL SYSTEM PHONE # 1-800-242-1776.

11. PROVIDE POLE AND POWER SUPPLY ID TAGS WITH 1" HIGH REFLECTIVE ALUMINUM

CHARACTERS AND SLIDE IN ALUMINUM HOLDERS, WIDTH AS REQUIRED TO

ACCOMMODATE THE CHARACTERS. ATTACH WITH SS RIVETS. MOUNT THE TAGS

APPROXIMATELY 6' ABOVE THE FOUNDATION. PROVIDE CHARACTERS WITH BLACK

AND WHITE OR GRAY.

12. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES.

13. ENCASE ELECTRICAL CONDUIT IN CONCRETE WHERE THE DEPTH OF CONDUIT IS

LESS THAN 6" FROM GRADE OR FROM THE BOTTOM OF PAVEMENT BOX DUE TO

MAINTAINING REQUIRED CLEARANCE AT EXISTING UTILITY CROSSINGS.

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Entech Engineering - Printed: Oct. 27, 2025 H:\0004140.078\04-CAD\SheetFiles\3.dwg

SCALE: AS NOTED PROJECT NO. 4140.078

CHK'D BY: KJLDRAWN BY: ARA APPROVED BY: KJL

DATE: 10/27/25

REG. PROFFESIONAL ENGINEER

DATE: 10/27/25

A

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1 2 3 4 5 6

NORTH LEHIGH AVENUE / FRACKVILLE BOROUGH

SCHUYLKILL COUNTY, PA

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 3 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

GENERAL SHEET NOTES

ELECTRICAL DETAILS AND GENERAL NOTES

MAIN

OFF

AUTO

SP

#8 AWG #8 AWG

L1 N

NOMENCLATURE:

LUMINAIR ID: X-Y-Z

X = POWER SOURCE

Y = FIXTURE TYPE

Z = FIXTURE TYPE NUMBER

A - AREA LUMINAIR, 61W

JUNCTION BOX

LEGEND:

N - NEUTRAL

L1 - LINE 1

- MAIN CONTROL CABINET CIRCUIT BREAKER - SP *

(10,000 AIC, MIN.)

- CONTROL CONTACTOR

- PHOTOELECTRIC CELL (PLUG-IN TYPE)

- SELECTOR SWITCH

- DISTRIBUTION BREAKERS - 20A SP (10,000 AIC)

- LOCKABLE CONTROL CABINET

- 15A SP BREAKER

- LIGHTNING ARRESTER

SP - SINGLE POLE

ITEMS

PROVIDE A DISCONNECT BREAKER THAT IS SERVICE RATED,

MARKED "SUITABLE FOR USE AS SERVICE EQUIPMENT". PROVIDE

A DISCONNECT INTEGRAL TO THE CONTROL HOUSING WITHIN THE

UTILITY PEDESTAL. THE HOUSING SHALL BE DEAD FRONT AND

LABELED AS "SUITABLE FOR USE AS SERVICE EQUIPMENT."

CIRCUIT A

CABINET NOTES:

1. PROVIDE POWER SUPPLY EQUIPMENT IN ACCORDANCE WITH PENNDOT STANDARD DRAWING RC-84M MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408, SECTIONS 910 AND 1101.

2. PROVIDE METERED ELECTRIC SERVICE AS SHOWN IN THE PLANS.

3. MAKE SPLICES WITH PRE-MOLDED, DISCONNECTABLE CONNECTOR KITS. PROVIDE SPLICES WITH FUSES FOR TAPS TO LUMINAIRES. CONNECT THE GROUNDING ELECTRODE CONDUCTOR TO THE EQUIPMENT GROUNDING

CONDUCTOR WITH A SPLIT BOLT CONNECTOR AND COAT WITH CORROSION INHIBITOR.

4. FURNISH AND INSTALL HANDLE-TIES ACROSS SINGLE POLE BREAKERS SERVICING A MULTIWIRE BRANCH

CIRCUIT.

2' (M

IN

2" SCHEDULE 40

PVC CONDUIT

3" PIPE CAP

3" RGS SUPPORT

GALVANIZED STEEL UNISTRUT

(SEE ELECTRICAL SERVICE NOTE 8)

ELECTRICAL SERVICE METER

2" EXPOSED RGS CONDUIT

3" EXPOSED RGS CONDUIT

(SEE ELECTRICAL SERVICE NOTE 4)

1" EXPOSED RGS CONDUIT

(SEE ELECTRICAL SERVICE NOTE 4)

TO UTILITY UNDERGROUND SERVICE

CLASS A CEMENT CONCRETE

#4 AWG BARE COPPER GROUND WIRE

UNDERGROUND ELECTRICAL SERVICE

PEDESTAL DETAIL

(ITEM #0910-7020)

N.T.S.

ELECTRICAL SERVICE NOTES:

1. ITEM 0910-7020 COMPLETE POWER SUPPLY SYSTEM, INCLUDES ALL POWER SUPPLY COMPONENTS REQUIRED FOR

ROADWAY LIGHTING.

2. ASSEMBLE IN A WAY TO BE SERVICE ENTRANCE RATED AND LABELED "SERVICE DISCONNECT". PROVIDE LOCKING

MECHANISM FOR MAIN DISCONNECT SWITCH. COORDINATE WITH THE REPRESENTATIVE.

3. INSTALLATION REQUIREMENTS MAY VARY BY UTILITY COMPANY. COORDINATE WITH UTILITY FOR INSTALLATION

REQUIREMENTS.

4. TRANSITION FROM GRS TO PVC CONDUIT WITHIN 6" OF THE GROUND ON SERVICE POLE.

5. SECURE AND SEAL ENCLOSURES AND WIREWAYS HOUSING UTILITY SERVICE WIRING AND CONNECTIONS IN

ACCORDANCE WITH UTILITY REQUIREMENTS.

6. INSTALL SO THAT METER PANEL FACES RIGHT OF WAY FENCE OR DIRECTION FROM WHICH THE UTILITY WILL

APPROACH THE SERVICE.

7. BOLT UNISRUT TO POST WITH 1/2" STAINLESS STEEL HARDWARE.

POWER

SUPPLY

NO

SYSTEM

VOLTAGE

MAIN

CIRCUIT

DISCONNECT

D.P.

CONTROL

CONTACTOR CIRCUIT DISTRIBUTION

FUSE

S.P.

1 120/240 V 60A 60A A 1-20A

B 1-20A

1 3

CIRCUIT B

L1 N

JB-1 JB-1

JB-2

1-A-11

1-A-9

1-A-7

1-A-5

1-A-3

1-A-1

1-A-12

1-A-8

1-A-6

1-A-4

1-A-2

1-A-10

L1N

SINGLE POLE MAIN DISCONNECT SWITCH

Ω

MAX

SP 6

NG L1 G N L1

IN CONDUIT TO LIGHT POLES.

EQUIPMENT GROUNDING

CONDUCTOR NOT SHOWN

TYPICAL CONTROL ENCLOSURE

SCHEMATIC WIRING DIAGRAM

ELECTRICAL CONDUCTORS

SEE PLAN SHEET FOR SIZE AND QTY

JUNCTION BOX

TO LUMINAIRS

EXOTHERMIC WELD

GROUND ROD

M

IN

6"

(M

IN

3' (M

IN

2" EXPOSED GRS CONDUIT

(SEE ELECTRICAL SERVICE NOTE 4)

RGS TO HDPE COUPLING (TYP)

3" PIPE CAP

ELECTRICAL DISCONNECT

3" GRS SUPPORT

LIGHTING CONTROL CABINET

07000800090010001100

0+

0+

356.00 PROPOSED SPOT/POINT ELEVATION

CIVIL LEGEND

LIMIT OF DISTURBANCE

MATCH LINE REFER TO DWG C-101

PROPOSED TEXT

DRAWING MATCHLINE

NPDES BOUNDARY

1 2 3

A

B

4 5

C

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Entech Engineering - Printed: Oct. 27, 2025 H:\0004140.078\04-CAD\SheetFiles\4.dwg

SCALE: AS NOTED PROJECT NO. 4140.078

CHK'D BY: KJLDRAWN BY: ARA APPROVED BY: KJL

DATE: 10/27/25

REG. PROFFESIONAL ENGINEER

DATE: 10/27/25

A

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1 2 3 4 5 6

NORTH LEHIGH AVENUE / FRACKVILLE BOROUGH

SCHUYLKILL COUNTY, PA

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 4 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

GENERAL SHEET NOTES

DEMOLITION NOTES

1. REMOVE EXISTING SIDEWALK AND CURB 10' CENTER

OF PROPOSED LIGHTING.

2. EXISTING LIGHTS TO REMAIN UNLESS NOTED

OTHERWISE.

SCALE:1 1" = 25'

NORTH LEHIGH AVENUE DEMOLITION PLAN

00 25' 50'

SR 0924

SEGMENT 0010

OFFSET 1104

NORTH LEHIGH AVENUE DEMOLITION PLAN

LIMIT OF WORK / END OF WORK

STA. 5+54

S.R. 0924

SEGMENT 0010 OFFSET 0546

BOROUGH OF FRACKVILLE

SCHUYLKILL COUNTY

SR 0924

SEGMENT 0010

OFFSET 1000

LIMIT OF WORK / START OF WORK

STA. 0+58

S.R. 0924

SEGMENT 0010 OFFSET 1050

BOROUGH OF FRACKVILLE

SCHUYLKILL COUNTY

SR 0924

SEGMENT 0020

OFFSET 0000

SR 0924

SEGMENT 0010

OFFSET 0500

SR 0924

SEGMENT 0010

OFFSET 0501

DEMOLITION LEGEND

LIMIT OF DEMOLITION

07000800090010001100

0+

0+

356.00 PROPOSED SPOT/POINT ELEVATION

CIVIL LEGEND

LIMIT OF DISTURBANCE

MATCH LINE REFER TO DWG C-101

PROPOSED TEXT

DRAWING MATCHLINE

NPDES BOUNDARY

0+00 0+30 0+60

5' -0

1' -0

/4

1' -9

/3

NORTH LEHIGH AVENUE LIGHTING PLAN

1 2 3

A

B

4 5

C

D

Entech Engineering - Printed: Oct. 27, 2025 H:\0004140.078\04-CAD\SheetFiles\5.dwg

SCALE: AS NOTED PROJECT NO. 4140.078

CHK'D BY: KJLDRAWN BY: ARA APPROVED BY: KJL

DATE: 10/27/25

REG. PROFFESIONAL ENGINEER

DATE: 10/27/25

A

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1 2 3 4 5 6

NORTH LEHIGH AVENUE / FRACKVILLE BOROUGH

SCHUYLKILL COUNTY, PA

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 5 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

2. PARKING METERS SHALL BE REMOVED BY

CONTRACTOR. BOROUGH OF FRACKVILLE WILL

PROVIDE STORAGE FACILITIES UNTIL CONTRACTOR IS

READY TO RE-INSTALL METERS.

3. CONTROL JOINTS TO BE LOCATED IN SIDEWALK

EVERY 5 FT. AND EXPANSION JOINTS TO BE LOCATED

EVERY 20 FT.

4. LINE PAINTING DISTURBED DURING CONSTRUCTION

SHALL BE RESTORED AS PART OF THE CONTRACTORS

RESTORATION IN THIS CONTRACT.

5. EXPANSION JOINTS TO BE LOCATED 6 IN. FROM

CENTERLINE OF RAIN LEADER ON EACH SIDE.

6. THE FIELD ADJUSTABLE OUTPUT SETTING IS UTILIZED

TO ACHIEVE APPROPRIATE LIGHTING LEVELS BOTH

WITH AND WITHOUT THE EXISTING UTILITY

POLE-MOUNTED COBRA HEAD LUMINARIES.

7. A 4' PEDESTRIAN PATH WILL BE MAINTAINED AT EACH

LIGHT POLE.

8. THE TOP OF THE CONDUIT SHALL BE INSTALLED AT

LEAST 3 FT BENEATH THE SURFACE.

GENERAL SHEET NOTES

SCALE:1 1" = 25'

NORTH LEHIGH AVENUE LIGHTING PLAN

00 25' 50'

PROPOSED CONCRETE SIDEWALK

SR 0924

SEGMENT 0010

OFFSET 1104

LIMIT OF WORK / END OF WORK

STA. 5+54

S.R. 0924

SEGMENT 0010 OFFSET 0546

BOROUGH OF FRACKVILLE

SCHUYLKILL COUNTY

SR 0924

SEGMENT 0010

OFFSET 1000

LIMIT OF WORK / START OF WORK

STA. 0+58

S.R. 0924

SEGMENT 0010 OFFSET 1050

BOROUGH OF FRACKVILLE

SCHUYLKILL COUNTY

SR 0924

SEGMENT 0020

OFFSET 0000

SR 0924

SEGMENT 0010

OFFSET 0500

SR 0924

SEGMENT 0010

OFFSET 0501

6" REVEAL

BC 1464.86

TC 1465.36

5" REVEAL

BC 1470.93

TC 1471.35

5" REVEAL

BC 1474.24

TC 1474.66 5.5" REVEAL

BC 1481.77

TC 1482.23

4" REVEAL

BC 1486.98

TC 1487.31

5.5" REVEAL

BC 1485.38

TC 1485.84

6" REVEAL

BC 1468.18

TC 1468.68

6" REVEAL

BC 1470.89

TC 1471.39

6" REVEAL

BC 1477.74

TC 1478.24

6" REVEAL

BC 1481.92

TC 1482.42

6" REVEAL

BC 1486.91

TC 1487.41

4" REVEAL

BC 1488.17

TC 1488.50

2' SAW CUT OFF CURB

9' DEPTH (TYP)

LIGHT POLE#: 1-A-1

STATION: 0+58

FAO: 4

LIGHT POLE#: 1-A-3

STATION: 1+78

FAO: 4

LIGHT POLE#: 1-A-5

STATION: 2+37

FAO: 4

LIGHT POLE#: 1-A-7

STATION: 3+63

FAO: 4

LIGHT POLE#: 1-A-9

STATION: 4+26

FAO: 4

LIGHT POLE#: 1-A-11

STATION: 4+89

FAO: 4

LIGHT POLE#: 1-A-2

STATION: 1+24

FAO: 4

LIGHT POLE#: 1-A-4

STATION: 1+85

FAO: 4

LIGHT POLE#: 1-A-6

STATION: 2+98

FAO: 4

LIGHT POLE#: 1-A-8

STATION: 3+65

FAO: 4

LIGHT POLE#: 1-A-10

STATION: 4+85

FAO: 4

1-#8

1-#8 GND

2-#8

1-#8 GND

2-#8

1-#8 GND

2-#8

1-#8 GND

2-#8

1-#8 GND

LIGHT POLE#: 1-A-12

STATION: 5+54

FAO: 4

2-#8

1-#8 GND

POWER

SUPPLY #1

4-#8

1-#8 GND

POINT OF SERVICE

2-#8

1-#8 GND

2-#8

1-#8 GND

2-#8

1-#8 GND

2-#8

1-#8 GND

2-#8

1-#8 GND

2-#8

1-#8 GND

1-#8

1-#8 GND

SHEET KEYNOTES

1. CONTRACTOR SHALL COMPLETE A TEST PIT AT THIS LOCATION TO

VERIFY THE SANITARY PIPE LOCATION, DIAMETER AND DEPTH.

SCALE:2 1" = 30'

NORTH LEHIGH AVENUE CONDUIT PROFILE

00 30' 60'

4" BORING

2" CONDUIT

B

4 5

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DATE: 10/27/25

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SCHUYLKILL COUNTY, PA

CONSTRUCTION DETAILS

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 6 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

GENERAL SHEET NOTES

SCALE:2 NONE

NORTH LEHIGH AVENUE PAVEMENT SECTION (TYPICAL)

CURB TO CURB

NOTE: EXISTING PAVEMENT STRUCTURE HISTORY AS PER

PENNDOT'S ROADWAY MANAGEMENT INFORMATION SYSTEM

CROWN

SLOPE 4.5% SLOPE 4.3%

57.0'

2.0'

(TYP)

1.5" SUPERPAVE 9.5MM, PG. 64S-22, SRL-H,

BITUMINOUS WEARING COURSE, 0.3 TO < 3.0

MILLION ESALS

2.5" SUPERPAVE 19.0MM, PG. 64S-22

BITUMINOUS BINDER COURSE, 0.3

TO < 3.0 MILLION ESALS

5" SUPERPAVE 25.0MM, PG. 64S-22

< 0.3 TO 3.0 MILLION ESALS,

BITUMINOUS CONCRETE

BASE COURSE OR MATCH

EXISTING WHICHEVER IS GREATER

6" 2A SUBBASE (TYP)

SLOPE VARIESSLOPE VARIES

6" 2A COARSE

AGGREGATE COMPACTED

OR MATCH EXISTING,

WHICHEVER IS GREATER

PROPOSED CONCRETE SIDEWALK

PLCC

0.67'

VARIES

FINAL SAW CUT 6'-0" (TYP)

6" BEDDING

HAUNCHING

12"

N O

. 2 A

O R

R

C A

G G

R

EG

AT

E

M

AT

ER

IA

L

SH

AL

L

M

EE

T

TH

E R

EQ

U

IR

EM

EN

TS

O F

PE

N

N D

O T

PU

BL

IC

AT

IO

N

, 1

P

R O

C

TO

R D

EN

SI

TY

C

O M

PA

C

TE

D

IN

" L

IF

TS

, 8

" V

IB

R

AT

O R

Y

12"

REFER TO SURFACE

RESTORATION DETAILS

XX

' D

EP

TH

F R

O M

F

IN

IS

H

ED

G

R

AD

E

SCALE:3 TRENCH RESTORATION DETAIL

TYPICAL AGGREGATE BACKFILL

PIPE

MATCH EX. SIDEWALK WIDTH

4"

24"

SCALE:1 NONE

CURB & SIDEWALK REPLACEMENT DETAIL

SUPERPAVE ASPHALT MIXTURE

DESIGN, WEARING COURSE, PG

64S-22 0.3 TO <3.0 MILLION ESALS,

9.5MM MIX, 1.5" DEPTH, MATCH

EXISTING SRL H

SUPERPAVE ASPHALT MIXTURE

DESIGN, BINDER COURSE,

PG 64S-22 0.3 TO <3.0 MILLION

ESALS, 19.0MM MIX, 2.5" DEPTH

FULL DEPTH SAWCUT

EXISTING PAVING

SUPERPAVE ASPHALT MIXTURE

DESIGN, BASE COURSE,

PG 64-22 0.3 TO <3.0 MILLION

ESALS, 25.0MM MIX, 5" DEPTH

6" 2A SUBBASE

EXTEND 3" PVC THROUGH CURB

AND MATCH BOTTOM OF PIPE

ELEVATION TO EXISTING ROAD

SURFACE

CLASS A

4000 PSI CONCRETE

6" 2A COARSE AGGR.

WELDED WIRE REINFORCEMENT

6 X 6 W2.9 X W2.9

3" PVC FROM ROOF DRAIN SLOPE

1/4" PER FOOT (WHERE

APPLICABLE)

MATCH EXISTING FINISHED

GRADE

CONCRETE SIDEWALK TO BE

FORMED AROUND ROOF DRAINS

4000 PSI CONCRETE

2.00% MAX CROSS SLOPE

HOT SEAL ALL EDGES WITH 12"

WIDE PG64S-22 (TYP.)

REFER TO PENNDOT

PUBLICATION 72M, PLATE RC-64

FOR CURB DIMENSIONS, DATED

(REVISED 2-19-2021)

NOTES:

1. THE DIMENSIONS INDICATED ON THE CURB ARE "TYPICAL". THE ACTUAL

CONFIGURATION SHALL MATCH THE DESIGNED SIZE OF THE PROPOSED CURB IN

THAT AREA.

2. ALL REQUIREMENTS OF CEMENT CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE

WITH PENNDOT PUB.408-203 SECTION TITLED CEMENT CONCRETE SIDEWALKS FOR

USE OF THIS DETAIL WITHIN PENNDOT AND BOROUGH RIGHT-OF-WAY.

3. ALL REQUIREMENTS OF RC-28M (REVISED 2-08-2019), RC-38M (REVISED 9-15-2016),

RC-64M (REVISED 2-19-2021), RC-67M (REVISED 12-17-2019) AS PER PENNDOT PUB.72

SHALL BE MET FOR USE OF THIS DETAIL WITHIN PENNDOT AND BOROUGH

RIGHT-OF-WAY.

TO JUNCTION BOX

18" MIN

STANDARD LIGHT POLE

BASE AND FOOTING

2" CONDUIT AND #8 AWG

CONDUCTORS AND GND

STREET

SHEET 5

B

4 5

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DATE: 10/27/25

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DATE: 10/27/25

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SCHUYLKILL COUNTY, PA

CONSTRUCTION DETAILS

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 7 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

GENERAL SHEET NOTES

B

4 5

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DATE: 10/27/25

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SCHUYLKILL COUNTY, PA

STREET LIGHT ASSEMBLY

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 8 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

GENERAL SHEET NOTES

" M

AX

17" MAX

EXAMPLE DECORATIVE LUMINAIRE POLE

N.T.S.

POST TOP MOUNT DECORATIVE STREET LIGHT ASSEMBLY

(ITEM 9000-0001)

EXAMPLE LIGHT FIXTURES

HOLOPHANE WASHINGTON

STERNBERG VCOB

KING LUMINAIRE K118 WASHINGTON

TAPERED, FLUTED POLE

NOTES:

1. MATCH EXISTING BOROUGH LUMINAIRE AND

POLE AS CLOSELY AS POSSIBLE.

2. SIZE POLE TENON TO MATCH FIXTURE MOUNTING

EXISTING FRACKVILLE BOROUGH LUMINAIRE EXAMPLE

N.T.S.

B

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DATE: 10/27/25

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SCHUYLKILL COUNTY, PA

PENNDOT SIGN TABLE

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 9 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

GENERAL SHEET NOTES

IN ---- Install New RI ---- Replace Installation REL - Relocate Installation RM -- Remove ER --- Existing to remain

SR Description / Nomenclature Sign Type / Description Segment Offset Width Height

Ascending / Descending / Intersection

Left / Right / Overhead

ER 0924 M1-5 PENNSYLVANIA ROUTE MARKER (924) 0010 0485 30 24 I L

ER 0924 M4-6 END MARKER 0010 0485 30 15 I L

ER 0924 M1-5 PENNSYLVANIA ROUTE MARKER (61) 0010 0485 30 24 I L

ER 0924 M2-1 JUNCTION MARKER 0010 0485 21 18 I L

ER 0924 R6-1L HORIZONTAL LEFT ONE-WAY SIGN 0010 0485 36 12 I L

ER 0924 D3-1 STREET NAME SIGN 0010 0518 VAR. 12 I L

ER 0924 R5-1 DO NOT ENTER SIGN 0010 0518 30 30 I L

ER 0924 R6-1L HORIZONTAL LEFT ONE-WAY SIGN 0010 0518 36 12 I L

ER 0924 R7-203-1 SNOW EMERGENCY ROUTE NO PARKING SIGN 0010 0681 18 24 A R

ER 0924 R7-8 RESERVED PARKING SIGN 0010 0779 12 18 A R

ER 0924 R7-3-1 NO PARKING RESTRICTED DAYS SIGN 0010 1017 12 18 A R

ER 0924 R7-203-1 SNOW EMERGENCY ROUTE NO PARKING SIGN 0010 1017 18 24 D L

ER 0924 I-8 LIBRARY SIGN 0010 1016 24 24 D L

ER 0924 R10-3B PUSH BUTTON FOR WALKING PERSON SIGNAL SIGN 0010 1079 9 12 I R

ER 0924 R10-3B PUSH BUTTON FOR WALKING PERSON SIGNAL SIGN 0010 1079 9 12 I L

ER 0924 R10-3B PUSH BUTTON FOR WALKING PERSON SIGNAL SIGN 0010 1079 9 12 I R

ER 0924 R10-3B PUSH BUTTON FOR WALKING PERSON SIGNAL SIGN 0010 1079 9 12 I L

B

4 5

C

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SCALE: AS NOTED PROJECT NO. 4140.078

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DATE: 10/27/25

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DATE: 10/27/25

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NORTH LEHIGH AVENUE / FRACKVILLE BOROUGH

SCHUYLKILL COUNTY, PA

PENNDOT TRAFFIC CONTROL NOTES

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0

BOROUGH OF FRACKVILLE

00100924 10 OF 10SCHUYKILL

DATE REV NO. REVISIONS APPD

1. REFER TO SHEET 1 FOR DRAWING INDEX.

GENERAL SHEET NOTES

SR 0924, SEGMENT 0010, OFFSET 0000 TO

EXISTING PENNDOT PAVEMENT STRUCTURE:

SR 0924, SEGMENT 0010, OFFSET 1104

1.00" SPAV,ASP WRGCR,64-E22. 9.5,E (WIDTH 56FT 2024)

0.50" SPAV,ASPLVLCRR, 9.5,L (WIDTH 56FT 2024)

1.50" SPAV,HMA WR,64-22, 9.5MM,E (WIDTH 56FT 2010)

0.75" SPAV,HMA WRGSCRC,64-22, 9.5 (WIDTH 56FT 2010)

1.50" BITUMINOUS WEARING CRSE ID-2 (WIDTH 56FT 1982)

1.00" BITUMINOUS WEARING CRSE ID-2 (WIDTH 56FT 1956)

2.25" UNKNOWN BITUM WEARING COURSE (WIDTH 8FT 1944)

12.00" CRUSHED AGGREGATE BASE CRSE (WIDTH 8FT 1944)

2.25" UNKNOWN BITUM WEARING COURSE (WIDTH 48FT 1933)

6.50" UNKNOWN BASE COURSE (WIDTH 48FT 1933)

1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF

CONSTRUCTION.

2. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES.

MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH THE

METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING:

1. PENNDOT PUBLICATION 35;

2. PENNDOT PUBLICATION 46;

3. PENNDOT PUBLICATION 72M;

4. PENNDOT PUBLICATION 111;

5. PENNDOT PUBLICATION 212;

6. PENNDOT PUBLICATION 213;

7. PENNDOT PUBLICATION 236;

8. PENNDOT PUBLICATION 408;

9. MUTCD, CURRENT EDITION.

3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY

TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES.

4. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK.

5. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS.

6. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE NOTED OR

INSTRUCTED BY DISTRICT OFFICE.

7. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION.

8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL NOT

BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS.

9. ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35

(BULLETIN 15).

10. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND BETWEEN 3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON

THE DAY PRIOR TO THE LEGAL HOLIDAY.

11. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS).

12. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWINGS PATA 102, PATA 103, PATA 128, PATA 129, PATA 130 IN THE CURRENT PENNDOT

PUBLICATION 213, “TEMPORARY TRAFFIC CONTROL GUIDELINES”.

13. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION

408, SECTION 901.3(J).

14. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAY'S WORK

PERIOD.

15. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION

AND UNSAFE TRAFFIC CONDITIONS.

16. NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON FLASH.

17. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES

WITHIN PENNDOT'S RIGHT-OF-WAY.

THE CONTRACTOR SHALL REFERENCE PENNDOT PUBLICATION 213

(RECOMMENDED APRIL 2022) AND UTILIZE THE FOLLOWING PATA

DIAGRAMS:

· PATA 102

· PATA 103

· PATA 128

· PATA 129

· PATA 130

1. THE EXISTING SPEED LIMIT ON S.R. 0924 IS 30 MILES PER HOUR RESPECTIVELY (M.P.H.) UNLESS

OTHERWISE NOTED.

2. THE PENNDOT RIGHT-OF-WAY IS FREE ACCESS. THE LEGAL RIGHT-OF-WAY ON SR 0924 IS 70' BASED ON

DISTRICT 5 ARCHIVES.

3. ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE

FOLLOWING:

1. PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY DESIGN

2. PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14)

3. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

4. PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINUOUS MATERIALS (BULLETIN 41)

5. PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42)

6. PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL

7. PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION

8. PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS

9. PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES

10. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

11. PENNDOT PUBLICATION 408, SPECIFICATIONS

12. TITLE 67, CHAPTER 459 OF THE PENNSYLVANIA CODE

4. DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS:

· RC-20M DATED 11-01-2022

· RC-25M DATED 09-01-2023

· RC-28M DATED 09-01-2023

· RC-64M DATED 02-19-2021

· RC-67M DATED 02-19-2021

5. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING.

6. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND

DRAINAGE.

7. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS.

8. THE PERMITTEE/CONTRACTOR MUST CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT

1 (800) 242-1776, THREE (3) WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES

MARKED IN THE WORK AREA. SERIAL #20251133864

9. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO

WORKING DURING THESE PERIODS.

10. THE PERMITTEE'S CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT IS ADJACENT TO THE FULL-DEPTH PAVEMENT OF THE TRAVEL

LANE.

11. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING. IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE

TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH.

12. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS

FOUND IN THE FIELD, WHICHEVER IS GREATER.

13. PRIOR TO AN OVERLAY, FULL-DEPTH BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED. REPAIR/REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE.

14. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY

THE PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS.

15. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT

PUBLICATION 111, TC-8600).

16. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK.

17. MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT

RIGHT-OF-WAY.

18. ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE THAT ARE

OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, SHALL BE CONSTRUCTED TO COMPLY WITH THE

REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT

DESIGN MANUAL PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION

(PENNDOT PUBLICATION 72M, RC-67M) PROVIDE GUIDANCE ON ADA ACCESSIBLE DESIGN FOR

PEDESTRIAN FACILITIES AND CAN BE UTILIZED FOR REFERENCE.

19. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL.

20. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING

AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE

CONSTRUCTION.

21. MODIFICAITONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE

STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE.

22. STRUCTURAL STEEL BICYCLE SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE ROADWAY PAVEMENT OF THOSE THAT MAY RECEIVE BICYCLE TRAFFIC (PENNDOT PUBLICATION 72M, RC-45M).

23. THE RESPONSIBILITY FOR ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED PAVING ARE RELOCATED OUTSIDE OF PAVED AREAS AND SHOULDERS SHALL BE THAT OF THE PERMITTEE. THE

UTILITY POLES MUST BE RELOCATED BEFORE THE START OF ANY PAVING OPERATIONS.

24. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES

WHICH ARE A RESULT OF THESE IMPROVEMENTS.

25. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS

SHOWN ON THE HOP PLANS.

26. ALL BACKFILL WILL MEET 2A REQUIREMENTS.

27. WHEN THE DEPTH OF TRENCH EXCEEDS (5') FEET, A TRENCH BOX OR SHORING WILL BE REQUIRED PER OSHA REGULATIONS. IF MAXIMUM TRENCH DEPTH EXCEEDS (20') FEET, A SHORING DESIGN AS PER OSHA

REGULATIONS SHALL BE PROVIDED BY THE CONTRACTOR.

28. ANY DRAINAGE INSTALLED AS PART OF THIS PERMIT IS THE RESPONSIBILITY OF THE PERMITTEE.

29. THE CONTRACTOR MUST CONTACT THE COUNTY PERMIT OFFICE AT (484) 541-1169 THREE (3) DAYS

PRIOR TO THE START OF WORK.

30. ALL DRIVEWAYS DAMAGED DURING CONSTRUCTION SHALL BE RESTORED IN-KIND AND MATCH EXISTING

IF GREATER THAN PENNDOT REQUIRED MINIMUM.

31. PRIOR TO START OF WORK PERMITTEE IS TO PROVIDE, TO THE DEPARTMENT, A VIDEO OF THE PROJECT

AREA.

32. THE DEPARTMENT MUST BE NOTIFIED IN WRITING TWO WEEKS IN ADVANCE OF THE PRE CONSTRUCTION

MEETING.

33. NO BLASTING WILL BE PERMITTED AS A CONDITION FOR THE HIGHWAY OCCUPANCY PERMIT.

34. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING

UTILITIES WHICH ARE RESULT OF PROPOSED WORK.

35. PRIOR TO RESTRICTING TRAVELWAY TO LESS THAN 16 FEET, PERMITTEE/CONTRACTOR MUST CONTACT

THE DISTRICT'S COUNTY PERMIT OFFICE, 10 DAYS PRIOR TO RESTRICTION.

36. ANY DISTURBANCE OF PAVED SHOULDER OR LANE WILL REQUIRE AT A MINIMUM A SHOULDER AND OR LANE WIDTH 1 1/2" MILL AND OVERLAY, LENGTH TO BE DETERMINED BY THE DEPARTMENT INSPECTOR.

37. NO ADDITIONAL SURFACE WATER FLOW MAY BE GENERATED OR DIRECTED TO THE STATE

RIGHT-OF-WAY.

38. THE ASSIGNED PENNDOT INSPECTOR WILL MAKE FINAL DETERMINATION OF THE LIMITS OF ANY RESTORATION, AS WELL AS THE LIMITS OF MILLING AND OVERLAY, DEEMED APPLICABLE TO THIS

PERMIT.

39. LINE PAINTING OF 4" WHITE EDGE LINES AND 4" DOUBLE YELLOW CENTERLINES IS THE RESPONSIBILITY

OF THE PERMITEE. 2ND APPLICATION IS REQUIRED ON NEW PAVEMENT.

40. ANY REALIGNMENT OF THE PROPOSED MAIN OTHER THAN THAT INDICATED ON THESE PLANS WILL

REQUIRE THAT PORTION OF THE PROJECT TO BE HALTED UNTIL THE PROPOSED CHANGES ARE

REVIEWED, APPROVED AND A SUPPLEMENT TO THE ORIGINAL PERMIT IS ISSUED BY THE DEPARTMENT.

41. APPROVAL OF THIS HIGHWAY OCCUPANCY PERMIT DOES NOT APPROVE OR ACCEPT ANY OF THE

SUBJECT DRIVEWAYS THAT ARE BEING ACCOUNTED FOR.

STATE ROAD - MAINTENANCE AND

PROTECTION OF TRAFFIC NOTES:

TRAFFIC CONTROL:

GENERAL PERMIT NOTES - UTILITIES: GENERAL PERMIT NOTES - UTILITIES (CONT.):

1. CONTRACTOR SHALL CONSTRUCT CURB / SIDEWALK RESTORATION USING

THE SAME MATERIALS AS EXISTING, MAINTAIN THE SAME CURB REVEAL

AS EXISTING, AND PER PENNDOT DETAIL AS INDICATED ON DRAWING.

2. DAMAGED DRIVEWAY AND SIDEWALK RESTORATION TO BE REPLACED IN

KIND.

HOP DESIGN NOTES

THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE FOLLOWED DURING THE NORTH LEHIGH AVENUE CURB AND SIDEWALK REPLACEMENT, LOCATED WITHIN THE BOROUGH OF FRACKVILLE, SCHUYLKILL COUNTY, PENNSYLVANIA.

CONSTRUCTION HOURS FOR THIS PROJECT SHALL BE FROM 8 A.M. TO 4 P.M. MONDAY THROUGH FRIDAY. NO

SATURDAY OR SUNDAY WORK SHALL BE COMPLETED.

1. POST NO PARKING SIGNS THROUGHOUT THE BLOCK THAT WILL BE DISTURBED AT LEAST ONE WEEK PRIOR TO THE START OF WORK WITHIN THAT BLOCK. THE SIGNS SHALL INDICATE THE DATE IN WHICH PARKING

WILL BECOME RESTRICTED IN THAT AREA.

2. CONSTRUCT BARRIER AT BOTH ENDS OF BLOCK THAT WILL RESTRICT PEDESTRIAN ACCESS INTO DEMOLITION AREA. INSTALL NECESSARY SIGNS TO DIRECT PEDESTRIANS AROUND CONSTRUCTION AREA.

BE SURE TO HAVE TEMPORARY MEANS FOR PEDESTRIANS TO ACCESS/EXIT FROM THEIR HOMES. SINCE

PARKING HAS BEEN RESTRICTED, CONTRACTOR SHALL USE PARKING LANE FOR PLACEMENT OF

EQUIPMENT. THIS PLACEMENT SHALL BE COMPLETED IN ORDER TO NOT AFFECT A TRAVEL LANE OF

CENTRE STREET.

3. BEGIN DEMOLITION OF EXISTING SIDEWALK/DEMOLITION IN BLOCKED OFF AREA. PARKING METERS SHALL BE REMOVED BY THE CONTRACTOR AND STORED BY THE OWNER UNTIL CONTRACTOR IS READY TO REPLACE. WORK SHALL BE LIMITED TO ONE BLOCK AT A TIME UNLESS APPROVED IN ADVANCE BY

PENNDOT.

4. SAW CUT CUTBACK INTO CENTRE STREET IN ORDER TO REMOVE EXISTING CURBING.

5. RE-INSTALL PARKING METERS IN AREA.

6. BEGIN TO PLACE CONCRETE FORMS FOR NEW CURB AND SIDEWALK REPLACEMENT.

7. INSTALL RAIN LEADERS AS NECESSARY THROUGHOUT SIDEWALK AREA. RAIN LEADERS SHALL ONLY BE CONSTRUCTED IMMEDIATELY PRIOR TO THE CONCRETE POUR IN WHICH THE RAIN LEADERS ARE LOCATED IN. AVOID CONSTRUCTING RAIN LEADERS TOO FAR AHEAD OF CONCRETE PLACEMENT TO AVOID DAMAGE

TO THE LINES AS WELL AS SAFETY HAZARDS.

8. BEGIN PLACEMENT OF CONCRETE FOR CURBS AND SIDEWALKS. BE SURE TO INSTALL EXPANSION JOINT EVERY 20 FEET, AS WELL AS INCHES ON EITHER SIDE OF A RAIN LEADER. CONSTRUCT BRICK DECORATIVE

TREE SURROUNDING AS NECESSARY IN THE SIDEWALK.

9. REMOVE CONCRETE FORMS FROM CURBING AFTER CONCRETE HAS CURED.

10. REPAVE CUTBACK AREA.

11. REMOVE EXISTING PARKING LINES AND CROSSWALK LINES FROM NORTH LEHIGH

AVENUE.

12. PAINT NEW PARKING SPACE LINES AND CROSSWALK LINES AS INDICATED ON THE

PROJECT DRAWINGS.

13. REMOVE BARRIERS AT BOTH ENDS OF BLOCK TO RE-OPEN SIDEWALK AREA TO

PEDESTRIAN TRAFFIC.

SEQUENCE OF CONSTRUCTION

THE CONTRACTOR SHALL REFERENCE PENNDOT PUBLICATION 408.

DROPOFF NOTE: